论文部分内容阅读
古滑坡位于成都沱江左岸一级阶地后缘,工程建设将对滑坡前缘进行深挖削坡。通过勘察和调查揭示滑坡特征。结合工程影响评价其稳定性。根据计算结果及工程布局,采用多排抗滑桩、桩间板及框架梁进行工程综合治理。施工期变形监测数据分析结果表明治理效果明显。
The ancient landslide is located on the trailing edge of the first terrace on the left bank of Tuojiang River in Chengdu. The construction of the project will excavate the front of the landslide. Reveal the characteristics of landslides through investigation and investigation. Combined with the impact of engineering evaluation of its stability. According to the calculation results and the layout of the project, multi-row anti-slide piles, piles and frame beams are used for comprehensive project management. Analysis of deformation monitoring data during construction shows that the treatment effect is obvious.